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��6'06 W./r�w,�, l,� B�: `' e+w,�,�� �� C q,a3 = v3 � <br />FIELD REPORT <br />NELSON <br />GEOTECHNICAL <br />ASSOCIATES, INC <br />I7311 135"� Ave. NB #A-500 <br />Woodinvillc, WA 98072 <br />(425)486-16G9 PAX 481-25I0 <br />Project: <br />Owner: <br />Location: <br />WeaQ�er: <br />Purpose of <br />Visit: <br />Nielson Residence <br />Thom Niclson <br />3606 Mukilteo Boulevard <br />Gvcrett, WA <br />Cloudy, 60's <br />Foundation Evaluation <br />Filc No.: 795808 <br />Date: 9/ 19/08 <br />Report No: 4 <br />Page: 1 of 2 <br />sy: Bn <br />We visited the sitc today at thc request of Thom Niclson to obscrve and evaluate the foundation <br />sub�radc at his sitc located at 3606 Mukil:eo Boulevard in Gverett, Washington. <br />Upon arrival, we met with the on-site conh•actor and observed that the 2- to 4-inch rock spalls had been <br />placed in the foundation excavations. The contractor infortned us that approximately 3 feet of rock <br />spalls had been placed, and that he planned to cap the rock with approximatcly 6 inches of 2%z-inch <br />minus cnashcd rock. <br />IIascd on our obscrv�tions whilc on sitc, it is our opinion th,.t tl�c roch spall backfill should provide <br />adequatc support for thc planncd loads. <br />Attar,hmcnt: Sitc pla:i <br />Distribution: <br />Signed: <br />